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Northwest comer /
S1/2 NEI/4 SWI/4
Northeast corner
Section 19 / // PP PP' St/2 NEI/4 SW1/4
T -2—N, R -13—W 4///
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qy Section 19 '
589'50'01"� a1� PP .oHv— T -2-N, R -13-W
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AyLOR LO __ J 1 /�
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ROgp R,�y�.� w / ABANDONED R/W dP N
^'µcY' OLD TAYLOR LOOP ALIGNMENT--
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LEGAL DESCRIPTION
PP ow IDG. L/Ne cw 19' / FLOODWAY
1 74 .� =5'
/ t+� 3 f �/ Part of the south half of the NE1/4 SW1/4, Section 19, T -2-N,
1pO 1 0 1S SEWER EASEMENT
/ - ey - qA SF DOC. # 87-03298 �i� in
ss\MH\ R -13-W, Pulaski county, Arkansas more particularly described os:
9_g 10 \� Apr r1 Beginning at the southwest corner of said S1/2 NE1/4 SW1/4; thence
v tD N01'28'20"E along the west line of said S1/2 NE1/4 SW1/4, 634.00
- r -
/ ft. to the south right-of-way line of Taylor Loop Road; thence
R=S. S77 34'46"E along said south right-of-way line 241.80 ft.; thence
continuing along said south right-of-way line, following the arc of
2LPP a 530.29 ft. radius curve to the left, a chord bearing and distance
P.4/vs
/fk/ �� X00 \ \ \ ti of 577'51'34"E, 7.83 ft.; thence continuing along said south
R=6' / / right-of-way line, following the arc of a 2910.13 ft. radius curve
� to the left, a chord bearing and distance of S14'06'03"W, 20.27
/ ! ap Fy ft.; thence S74706'33"E and continuing along said south right -of-
/ SAN o� ` way line 100.00 ft. to a point on the east right-of-way line of
/ / / �>v \b SS MH \ said Taylor Loop Road; thence along said east right-of-way line,
�� o Z4 , l Ekpgti Rf b� i�' � �.
/ ion, following the arc of a 2810.13 ft. radius curve to the right, a
0 NOTE. ALFOLTER ROAD TO BE `� \ chord bearing and distance of N15'10'27"E, 130.04 ft. to a point
ABANDONED THRU TRACT "�' 1 / / ���►�,� on the north line of said S1/2 NE1/4 SW1/4; thence S89'50'01"E
r!j I AFTER CONSTRUCTION OF OUTER 1 / �1//V along said north line 248.66 ft.; thence S19'40'57"E, 128.02 ft.;
0 LOOP. / �� c,a �?� � SON thence southeasterly along the arc of a 601.57 ft. radius curve to
_t �Z>UR / F RO the left, o chord bearing and distance of S45' 17'25" E, 520.04
I,� I f PP 4p% ekPANS!� / �� S 90 ft.; thence S7954'1 1"E, 50.00 ft.; thence southeasterly along
q = u P N Q?� - - the arc of a 332.12 ft. radius curve to the right, a chord bearing
q / and distance of 56342'58"E, 83.00 ft.; thence S89'26'44"W,
CSI TRACT B o IU; .1` £ 11 +�, �;�. v v
16.90 ft.; thence 500'30'38"W, 119.90 ft. to a point on the south
�, 2.65 ACRES �; N p/NG� �, s� �y
tQ� � p B/j .��` \ � $ � line of said S1/2 NE1/4 SW1/4; thence N89'S459"W along said
f 5- o/ F �� ��h' 4" \� south line, 1150.42 ft. to the point of beginning, containing
Z eXpAn'Re / 1 x.3951 acres more or less. (Bearings are based on Arkansas State
ff��[Op N NSip / \ Plane Coordinates.)
—10' UTILITY" EASEMENT N %4y4 o
=10' loo CO p p 3
Z 'aC v' R -F �-6 -20' \ .\ yF,gR FC CRfe� ��v
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LL,M ! 2y n `�/ 000 P�4ll1/ O� `-'Q to
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�I 0 I n TYP TRACT A ��• , N
`4'
I ' / F_5 ti e 9' 8.58 ACRES.001
Rai
it
N89.26'44°E
\ 151.60' er
20' SEWER EASEMENT-/�-
I DOC. g 80-53933
GN N t ' / T. ?Q \ \ \ S89 -26-44"W
PP i Qf 6.90
t FUTURE PARKING R=61-' FUTURE PARKING > .-
/ 25 ACCESS EASEMENT_ _ _ _ _ _ _ _ _ _ _ J M
/ / 1 r 10' UTILITY EASEMENTL —GW O
— 1 r- to N ----------------g21_428--------L------------------------ BUILDING PHASE 1 21,078 SO. FT.
oHP ALFOLTER ROAD — — — — — _ — ——N89R54R59"W 1150.428 — — — APPR, LOCATION SAN. SEWER — — — — — — — — — — — — — — — ~ gs MH
Southwest corner — BUILDING PHASE II 16,120 SO. FT.
sect rf E1194 SW1/4 / - W,—aw
T -2-N, R -13-W _ 37,198 SG. FT.
PARKING PHASE 1 4 HC SPACES
/ 101 9' SPACES
105 TOTAL
--/'SLOT LANE ` PARKING PHASE II 2 HC SPACES
' 57 9' SPACES
a
59 TOTAL
C
Iy N .ACREAGE TOTAL SITE = 8.58
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r �1� e3 ` t °TSS.:... SITE PLAN — TRACT A
` ,.. , is Mie ar Mds = 60'TRINITY PRESBYTERIAN CHURCH
R 7 ( w of
72212
Tot g ttJr• .Ga> �LITTLE ROCK ARKANSAS
LITTLE
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ROCK t{'ekory F . 0 60 1''0 180
Ridge _ . �R a _ .et°raB ` . ''•.
VICINITY MAP
Ii.
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
MA) 16, 1991
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